HomeMy WebLinkAboutDWG 445-8L; MS 05-02; FARAHMAND PARCEL; 01-04•, '• .,, -----,-.... ,----
I
GENERAL NOTES -i
I. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING UNDERGROUND $1:RVICE ALERT FOR
THE IDENTFICA TION OF UTLITIES PRIOR TO THE COMMENCEMENT OF ANY WORK RaA TED TO
Tl-ESE PLANS.
CONTRACTOR SH.l\LL. VERIFY Tl--e 1..0CATION OF AI..I.. STRUCR.RES AE30VE AND Ba.OW GROUND
WITHIN AND ADJACENT TO THE= PRO..ECT SITE PRIOR TO AND DL.RING THE COURSE: OF WORK.
CONTRACTOR SHAI..I.. It-FORM OWNER AND 1..0ST WEST IMME:DIATaT SHOUI..D DISCREPANCIES
BeTWEEN THE: PI..ANS AND ACTUAi.. SITE: CONDITION$ BE DISCOVERED WHICH EFFeCT THE
INSTAI..LA TION.
2 MATERIAi..$ SPEClFIED IN THE: PLANS AND SPECIFICATIONS SHALi.. PREVAIL WHEN OF A HIGHER
STANDARD TH.AN THOSE: REQUIRED TO MEET STATE AND 1..0CAI.. CODES.
3. THE: WORK SHALi.. INCI..UDE AI..L LABOR. MA TE:RIAI..S, EOUPMENT AND INCIDENT .A.LS NeCESSARY
FOR l'ril: INSTALLATION OF ALL WORK INDICA TeD IN THE:SE: PI..ANS AND THe SPECFICATIONS.
CONTRACTOR SHALL VERIFY SPeCIFIC CONDITIONS OF THE: WORK TO E3E PERFORMED PRIOR TO
E31DDING.
4. THESE: Pl.ANS ARE BAoED UPON ELECTRONIC FILE: f\JFORMA TION OF THE SITE PROVIDED BY
OTHERS. I..OST WEST ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF
THE BACKGROUND INFORMATION,
\..OST WEST HAS PRE'PAReD THE= PLANS AND SPE:CIFICATIONS AS PROJECT LANDSCAPE
ARCHITeCT. \..OST WEST SHALi.. NOT BE RESPONSIBLE FOR ANY WORK WHICH IS NOT EXPLICIT\.. Y
DETAILED l'J THESE Pl.ANS, AND IS NOT RESPONSIBLE FOR THE WORK OF ANY OTHER COMPANY
OR PERSONS PROVIDING SERVICES ON TI-IS PROJECT EITI--ER IN THE PAST OR IN THE FUTURE.
THE CONTRACTOR SH.ALL BE: Sot.a. Y RESPONSIBLE FOR DETERMINING THE METHOD AND MEANS
OF CONSTRUCTION. LOST WEST $HAI..\.. NOT BE RESPONSIBLE FOR LANDSCAPE MANTENANCE.
5. THE DESIGNS AND TECHNICAi.. INFORMATION PRESENTED l'J Tl-ESE PLANS AND SPECIFICATIONS
ARE THE PROPERTY OF LOST WEST. CHANGES WITHOUT TI--E EXPRESSED WRITTEN CONSENT OF
\..OST WEST ARE PROHIBITED AND WOULD RELIEVE LOST WEST OF ALL RESPONSIBILITY AS TO
EVENTUAL PROJECT OUTCOME.
ADDITIONAL MAINTENANCE -
L CONTRACTOR SHALL PROVIDE OWNER WITH A MONTHLY M~TENANCE PROPOSAL FOR EACH LOT
FOR MAINTENANCE BEYOND TI--E NNl:'TT <90> DAY MAINTENANCE PERIOD NCLUDED IN THE:
SPECIFICATIONS AND THE INSTAI..LATION CONTRACT. TERMNATION OF THE MONTH-TO-MONTH
MANTENANCE PRIOR TO TI-E COMPLETION OF TI--E CAI..ENDAR MONTH SHALi.. RESU. T IN
PRORATION OF TI-E PARTICULAR LOTS AMOUNT TO Tl--lE NJMBER OF DAYS OF MAINTENANCE
PERFORMED.
2 IN ADDTION TO WEEDING, PRI.NNG, FERTLIZING AND GENERAi.. UP-KEEP OF THE SITE.
MAINTENANCE SHALL CONSIST OF REGULAR SITE VISITS TO 8'JSL.RE PROPER OPERATION OF ALL
BA TTE:RY OPERA Tl=D VALVE CONTROLLERS WHCH INCl-UDl=S THE REPLACEMENT OF THE
BATTERIES AS NE'Cl:'SSARY.
PLAN PREPARERS ST A TEMENT -
I HEREBY DECLARE Ti-<AT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT, THAT I HAVE
EXERCISE'D RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS Dl=FNED IN SECTION 6703
OF THE BUSINESS AND PROFESSIONS CODE, AND 11-iA T THE Dl=SIGN IS CONSISTENT WITH O_IRRENT
STANDARDS.
I UNDERSTAND THAT THE a-ECK OF PROJECT DRAWINGS AND SPl=CIFICA TIONS BY THE CITY OF
CARLSBAD IS CONFI\IED TO RE'VIEW ONLY AND DOES NOT RalEVE ME', AS 11-iE' LICENSl=D DESIGNER
OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN.
THi;cSE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL COr-.FOl<MANCE WITH THE APPROVED
LANDSCAPE' CONCEPT PLAN. WATl=R CONSERVATION PLAN. FIRE PROTECTION PLAN, AND ALL
CONDl)J?~S OF APPROVAL RaATED TO LANDSCAPING.
BY• __ \!K)_~------~ DATB_L_~-1-• J_ __
INSPECTION PROCEDURES -
INSPECTION OF THE PROJOCT SHALi.. BE Pl=RFORfvED BY THE LANDSCAPE ARCHITECT OF THE WORK.
OR DESIGNATl=D AGENT. REFER TO THE SPECFICATIONS FOR Tf-E SCHEDULE OF RE:OUIRED
INSPECTIONS AND REQUIRED SUBMITT ALS.
FOLLOWING COMPLETION OF THE WORK. Tl-IE: LANDSCAPE ARCHITECT OF THE WORIK WILL CERTFY
TH.AT THE INST.A.LLATION HAS BEEN COMPLETED BY SUB\1ITT1NG THE 'FINAL LANDSCAPE
CERTIFICATION FORM". A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY THE: CITY MUST ALSO
BE MADE BY CALLING THE INSPECTION REQUEST LNE.
FINAi.. LANDSCAPE CERTIFICATION FORM, FAX TO• (760l 944-8943
LANDSCAPE INSPECTION REQUEST PHONE LINE> <760> 002-4602
BACKFLOW PREVENTER INSPECTION . -
ALL IRRIGATION BACKFLOW PREVENTER$ SHALL BE TESTED BY A CERTIFIED TESTl=R AND RESULTS
MJST BE GIVEN TO THE CITY AND Tl-IE CARLSBAD MUI\ICIPAL WATER DISTRICT. PIPE BETWEEN THE
Mi=TER AND SACKFLOW PREVENTER SH..ALL BE "SCHEDULE K HARD COPPER', APPROVl=D CONTRACT
BACKA.-OW TESTERS CAN BE FOUND ON THE CITY WEB SITE AT• .
WWW.CI.CARLSEAD.CA.US/PDFDOC.HTML7P0•340
PLANTING t IRRIGATION SCHEDULING -
PRIOR TO THE START OF GRADING, THE APPLICANT OR APPLICANT'S AGENT SHALL OBTAIN CITY
APPROVAL OF A CONSTRUCTION SCHEDLLE AND/OR EXHIBIT OUTLINING THE TIMNG OF THE SLOPE:
PLANTING AND IRRIGATION. 1H: SCHl=DULE: SH.All SHOW Tl~~NG OF CONSTRUCTION OF
FREl=STANDING, RETANING AND CRIB WALI..S IMMEDIATEl-Y AFTER ROUGH GRADING AS EACH
LOCATION IS ACHEVED. IRRIGATION AND PLANTING SHALL TAKE PLACE AS GRADING PROGRESSES.
INSTALLATION OF IRRIGATION AS SHOWN ON THE APPROVED PLANS SH.ALI.. COMMENCE WITHIN IQ
DAYS OF THE TIME WHEN E.ACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED
GRADING PLANS.
PLANTING AND IRRIGATION FOR THE SLOPE AREAS SHALi.. BE COMPLETELY INSTALLED, AS SHOWN
ON THE APPROVED PLANS, WITHIN 30 DAYS AFTER THE IRRIGATION INSTAI..LATION FIRST
COMMENCES.
WATER SERVICE CPOINT OF CON\ECTIONJ INSTALLATION, TEMPORARY OR PERMANENT, SHALL BE IN
PLACE TO COINCIDE WITH PI..ANTING TIMNG SPECIFED IN SECTION E,3-1.
FARAHi\/1AND PARCEL
LANDSCAPE IMPROVEMENTS FOR GRADFD SLOPES
18 OCTOBER 2007
AREA MAP -WATER USE CALCULATIONS BY PROPOSED LOT -
NOT TO SCALE LOT NO. APPROX. ST A TION TIMES TOT Al.. GALLONS
STATION NO. GPM FALL/SPRING SUMMER FALL/SPRING SUMMER
CITY OF OCEANSIDE
APPROXIMATE
SITE LOCATION
VICINITY MAP -
NOT TO SCALE
SHEET INDEX -
HIGHWAY, _?a -
' " .. · .
SHEET NO. SHEET TITLE
I OF 4 COVER SHEET
2 OF 4 IRRIGATION PLAN
3 OF 4 PLANTING PLAN
CITY
CITY OF VISTA
f
!I ~ Lr---l'=--.-4
OF ENCINITA0--"--
rYUKI (.N.
3-f---P~OJECT SITE
\ \_WHITEY DR,
!.OU
I
2
2.56 DRIP
0.76 DRIP
45
45
NJMBER OF GALLONS SUB-TOTAL
NUvlBER OF DAYS WATERING PER PERIOD
AMOUNT OF WATER APPLIED IN GALLONS
60
60
AMOUNT OF WATER APPLIED PER YE.AR IN GALLONS
MAXIMUM APPLED WATER ALLOWANCE -
MAWA • <33.00J C8J Cl45D l0.62l • 23750 GAL. / YR.
ESTIMATED TOTAL WATER USE CALCULATION -
EWU • (33.00J C60l □451l <.62>
.95 • 18750 GAL. / YR.
LOT 2•
I
2
3
5.84 ROTORS 18
4.48 ROTORS 18
4.88 DRP 45
NUMBER OF GALLONS SUB-TOT AL
NUMBER OF DA TS WATERING PER PERIOD
AMOUNT OF WATER APPLIED IN GALLONS
25
25
60
AMOUNT OF WATER APPLIED PER YEAR IN GALLONS
MAXIMUM APPLIED WATER ALLOWANCE -
MAWA • (33.00J C.8> (6233> C0.62> • 102022 GAL / YR.
ESTIMATED TOT AL WA Tl=R USE' CALCULATION -
EWU • <33.00J <.60) C6233l C62l
.85 • 90019 GAL. / YR.
LOT 3•
I 1088 SPRAY 8
2 0.31 DRIP 45
3 1!.29 SPRAY 8
4 8.94 DRIP 45
5 4.16 ROTORS 18
6 4.60 ROTORS 18
7 1.49 DRIP 45
NUvlBER OF GAI..LONS SUB-TOTAL
NUvlBER OF DAYS WATERING PER PERIOD
AMOUNT OF WATER APPLIED IN GALI..ONS
10
60
10
60
25
25
60
AMOUNT OF WATER APPLIED Pl=R Yl:'AR IN GALLONS
MAXIMUM APPLED WATER ALLOWANCE -
MAWA • <33,00l (.8) (7079) C0.62> • 115869 GAL / YR.
ESTIMATED TOTAL WATER USE CALCULATION -
EWU • (33.00J C.60) (7079) C.62)
.85 • 10223 7 GAL. I YR.
NOTE -
115 154
34 46
149 200
52 26
7748 5200
12948 GAL
105 146
81 ff2
220 293
400 551
52 26
2162 14326
35438 GAi...
87 109
14 19
90 113
402 536
75 104
83 115
67 89
818 1085
52 26
42536 28210
70746 GAL.
ST A TION RUN TIMES LISTED ABOVE ARE APPROXIMATE AND MEANT AS A
GUIDE ONLY. ADEOUA TE IRRIGATION CAN ONLY BE ACHIEVED THROUGH SITE
OBSERVATION BY OUALIFED INDIVIDUAi..$ ON A REGULAR BASIS.
CONTRACTOR SHALL PROGRAM VALVES TO AVOID RUN-OFF BY MONITORING
ABSORPTION RA TES OF IRRIGATED AREAS AND UTILIZING MUL TPLE ST ART
TIMES AS N!=CESSARY.
11 AS BUIL T 1
'
4 OF 4 LANDSCAPE SPECIFICATIONS
APPROVED FOR PLANTING
AND IRRIGATION ONLY,
INCLUDING PRECISE
LOCATION OF PLANTING
AREAS.
//!'~SC~
(ff Robert MekJian\\.
1;t //0, 3183 ~
it EXP. 05-31-08 * ~ ~
:v~~(p!;._\~
ENGINEER'S SIGNATURE
AP~ED I{_~~ Q/w,t) /l.1<"-
ENGINEERING PLAN CHECKER ''" /07 DA1E
TITLE--------DATE
REVIEIJED BY1
INSPECTOR DATE
LOST WEST 1---1-----+-----------+---+--l----+---I I SH1EET I CITY OF CARLSBAD I SH4EETS I PLANNING DEPARTMENT
;:G:::R=AD=ED:::..::S::::LO=P:::E::::::LAN=D:::S=c=AP:::::;E=I=M:;:P::::RO==VE~ME:::::::N=T=P::::LAN=-'s==F==o=R:=· ~ A CAL/FOR/I/A CORPORATIOH
LANDSCAPE ARCHITECTURE
GARDENS. PARKS. CITIES FARAHMAND PARCEL
PO BOX 4546 Carlsbad, CA 92016
5206 Townsend Ave. Los Angele~ CA 90041 COVER SHEET
TEL, (760) 434-5790 OR (323) 258-8214 ~--~--------~l-~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~-1-AP~~=~=~~~~-~=~=~=~----I 0715 FarahmandParcal SHEET INDEX: !1-:.k,\ =i ~l,\,.i!!_ \\-t.·"1
PLAN DATE, 8114107 SHEET NO. SHEET TITLE 1---l---+....-----------------11----+--+---+--~ e..P::;LA:;:N;:::N:;IN::;G===::;-;========:::;-;::=='D=A=TE=~
1 of 4 Cover Sheet l---1---+i..!/11\~---------------l-----1----l----+---l 1iWN BY ~~~J1~~~v~:;~~~Y-2 of 4 Irrigation Plan DATE INITlAL >-=-D'-'ATE-=--...J....CIN.c.lllc:.A=.L-4--.::cDA-'-'TE:::__LC..1N::.:1T.c.1A=-L-1 CHKD 8~:-::._-::._-_-_--:._-• 1 MPRSOJEOCST _ N0°2·
1Dl02/07-Veraion2 3 of4 Planting Plan ENGINEER OF WORK REVISION DESCRIP110N OTHER APPROVAL CITY APPROVAL RVWD BY:
DRAWING NO.
445-8L
10/18/07 ~ Version 3 4 of 4 Landscape Specifications
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-
IRRIGATION PLAN
0 8
EXISTING VEGETATION ON THIS SLOPE TO
REMAIN, PROTECT IN PLACE
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IRRIGATION NOTES
mJ CG/JC
9 .. 3-2
O. I
3-1
0.8
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3-4
8.94
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I. IRRIGATION PLANS ARE DIAGRAMATIC. CONA.JCTS W/ PAVING AND PLANTING SHALL BE RESOLVED BY THE CONTRACTOR f\J THE FlaD. ROUTING OF PIPE, LOCATIONS OF
VALVES AND LOCATION OF BACKFLOW PReYENTER UNIT SHALL BE IN APPROXIMATE LOCATIONS SHOWN. EXACT LOCATIONS SHALL 82 DETERMINED IN FIELD.
2. ALL CIRCUT PIPING L.NDER PAVING SHALL BE INSTALLED IN PIPE SLEEVING PER THE DETAIL. INSTALLATION OF SLEEVf\JG SHALL BE COORDINATED W/ THE GEI\ERAL
CONTRACTOR. 3. CCNTRACTOR SHALL BE RESPONSIBLE FOR OST AINf'.JG ANY AND ALL PERMITS. CONTRACTOR IS SOLa Y RE:SPONSIBLE FOR DE:TERMINING THE MEANS AND METHODS OF
CCNSTRUCTION.
4. CONTRACTOR SHALL INST ALL IRRIGATION SYSTEM<Sl PER THESE PLANS AND THE: SPEClrlCA TIONS.
5. ALL SPRAY HEADS SHALL 82 ADJUSTED TO PREVENT OVERSPRAY ONTO ADJACENT PAVING OR STRUCTURES. CONTRACTOR SHALL BE SOLELY RE:SPONSIBLE FOR
DAMAGE CAUSED BY MIS0 ALIGNED OR MIS-ADJUSTED IRRIGATION I-EADS.
6. VALVE BOXES W/ QUICK COUPLER VALVES SHALL BE CLEARLY LABaED WITH WHITE INDalBLE: PAINT.
7. CONTRACTOR SHALL TEST SYSTEM UPON COMPLETION TO VERIFY THAT CHECK VALVES SHOWN ON PLANS PREVENT LOW HEAD DRAINAGE: ADDING AS NECESSARY
WHERE: LOW HEAD DRAINAGE: OCCURS, 8, AS-6UILT PLANS SHALL BE PREPARED BY THE LANDSCAPE ARCHITECT PROM DIMENSIONS e INrORMATION PROVIDED BY THE CONTRACTOR. FINAL IRRIGATION AS-6UILT
PLANS SHALL BE RE:VIEWED AND APPROVED BY THE CITY PRIOR TO THE CITY RELEASING BONDS AND PRIOR TO FINAL PA YMEN1 TO CONTRACTOR BY OWNER.
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NOTE• \ . .
B "LJ CH f\ ._Jj
IRRIGATION LEGEND
SYM. DESCRIPTION / CQTY.l . -POINT OF CONNECTION <3> -r DIA. COPPER TEE ON SERVICE LINE FROM WATER METER, SEE DETAIL
BACKFLOW PREVENTER (3) -WILKINS 975-XL, !'DIA., SEE DETAIL. INSTALL W/ WLKINS MODEL 50CYSBR PRESSURE REGULATOR W/ STRAINER
ASSEMBLY, !'DIA. SET PRESSURE REGULATORS TO OPERATE AT 60PSI
AUTOMATIC Vl>J..VE (12l -RAIN BIRD PEB SERIES aECTRIC REMOTE CONTROL VALVES, I' DIA., SEE DETAIL. MOUNT DC LATCHING SOLENOIDS ON
VALVES AND CONTROL W/ RAIN 81RD TBOS BATTERY OPERATED CONTROLLERS PER MAMJFAC. INSTRUCTIONS, LOT I -2 STATION, LOT 2 -3
ST A TION, LOT 3 -4 ST A TION <2l. INST ALL RAIN BIRD TBOS RAIN SHUT-OFF DEVICE: Cl PER TBOS CONTROLLER) PER MANUFACTURERS
INSTRUCTIONS. PLACE AC SOLENOIDS INTO SEALED PLASTIC BAGS AND STORE IN BOX W/ VALVES FOR FUTURE: USE: BY HOMEOWNER
@-QUICK COUPLING VALVE <3l -RAIN BIRD 33DNP W/ NON-POTABLE LOCKING COVER, SEE: DETAIL
i>4 -CHECK VALVE <5l -KING BROS. OR EQUAL IN-LINE PVC CHECK VALVE, LINE SIZE.
/-TRANSITION FROM 3/4"DIA. CLASS 200 PVC LATERAL TO l/2"DIA. ROBERTS OR EQUAL POLYETHYLENE DRIP TUBING. INSTALL OLSON VIBRA-CLEAN
1801 Cl/2 GPH) EMITTERS DIRECTLY INTO 1/2 POLY TUBING AT EACH PLANT PER THE DETAIL. SECURE TUBING TO GRA.DE ON TOP OF EROSION
CONTROL MATTING W/ 6" JUTE STAPLES
RAIN BIRD SPRAY NOZZLES• C27l
MOUNT ALL HEADS ON RAIN BIRD 1806-SAM POP-UP BODIES, SEE DETAIL
@ 50 -5' RADIUS QUARTER SPRAY, O.IOGPM AT 30 PSI
@ 5H -5· RADIUS HALF SPRAY, 0.20GPM AT 30 PSI
-EJ 15SST -4'Xl5' SIDE STRP SPRAY, l.2IGPM AT 30 PSI
1-lJNTER ROTORS (17)• USE HO-SHRUB HEAD IN ALL AREAS EXCEPT AS FOLLOWS• I. IN THE
RIGHT-OF-WAY, 2. WITHIN 10' OF PAVING, TURF OR PEDESTRIAN TRAFFIC AREAS, 3. AT THE
TOP AND BOTTOM OF SLOPES WHERE LAWN MAY 82 PLANTED ADJACENT TO SLOPE. THESE
AREAS REQUIRE 1-20-HP 12' POP-UPS. ALL 1-'1..JNTER ROTORS SHALL BE ORDERED WITH ADV
CHECK VALVES
@ .75SR• 24· RADIUS ROTOR, .68 GPM AT 40 PSI, 0.23"/HR.
@ 1.0• 31' RADIUS ROTOR, 1.0 GPM AT 40 PSI, 0.24"/HR.
@ 2.0• 34• RADIUS ROTOR, 1.8 GPM AT 40 PSI, 0.30"/HR,
r 112'' _ LATERAL LINE -1/2' PVC CLASS 315
3/4" r LATERAL LINE -3/4" PVC CLASS 200
I' LATERAL LINE -r PVC CLASS 200
------MAINLINE -SCH. 40 PVC, ALL r DIA.
IRRIGATION DETAILS
NOUS, SAO::Fl..OW PREVENT!:R Sl-4ALL. Be. ll\6TALLED PEI< C/vfWD STO, W-20,
Wu'.J',.15 970XL REDUCED PRESSL..RE BACKFLOW PREI/S>J1'Bl, rDIA
Wl-K1N5 PRE5Sl.Rc. REDUCING-VALVE. rDJA, 5l;;;E: Pl.AN
WLKNS BRONZ!!: WYE STRA~ rDtA.
TYPE: K HARO COPPeR PFE: ~ FfTTNGS TO/FROM 3FP LINT, TIP.
TYPE: K HARD COPPER PFE AN) ATTlNGS. TYP,
PL.ANTER Al,Jl$-I GRADE
/111N. I CI.J.FT. CONCR'l=TI:: Tl-RUST aocKS, 2500 PSI MIN. TIP,
L ROTCQ, SEE Pt.AN
2 SCl-t 80 PI/C NPP..e!
3. ADJAca-lf Pl-ANTI-GS
4. f!N'S!-1 GR.ADE
~. SCH. 40 PVC STRi=f:T ELJ.
6. SCH. 80 PVC NPPLE
7. $C!-l 40 PVC SmEET aL
8. SCl-l 40 PVC TE!: CQ EU..
9. PVC LA TERA!.. Pl?E
IO, SCH. 40 PVC ELL
l rDIA GALV. STEa PPE W/ STAN. STEB... Cl.AMOS
[2=fl LOT -STATION NJMBER
~--~ GALLON PER MINJ,2 FLOW RATE
NOTe $1 EEVE$ L.JNDEl2 l?QADS $HALL BE $CHED. BQ PVC;; F 6"
OR LESS N DIA .. W/ 36" COVSc', F GREA Tf.R THAN 6"DIA.. W/ 48"
COVER. 9 FFYE$ 1 INDER PAV'J\JS OTI::EI? TdAN RQADS 9--!AI I BE
SCI-EJ. 40 PVC -F LESS THAN 3-"0IA., Wt IS' COVER, F 3' TO
5-112'0JA.. WI 24" COV6<'i F O'DIA. CQ LARGE!(', W/ 36" COYER
L PAVING
2. CLEAN 13ACKFU.. 95l MN COJVPACTION
3, S~E:D NON-EXPANSNE BACKA...L 951 MIN. COMPACTION
4. SLEEI/E S!ZE SI-IAL!. SE ,'...l'i TWO TIMES SIZE: OF LINES PASSNG
'Tl-ROUGI< SLEEVE
NOTe• LOCATf: ~ADS 2" FROM WALKS, CL.RSS, PAI/ING, MOW
$TRIP$. f-EADE:R 80., ANO EDG!: OF L.AWNS, L.OCA Tc: 12" FROM ALL-
FB'CES ANO STRUCTlRES. ADJUST NOZZLES TO ELIMf\JATE
ov~-SPRAY ONTO ADJAC6'1T PAVf\!G OR SWUCTI.RES.
1/2' ~IGHT ABOVE F.G. N S00
00 Seel>, r AOOVE IN S>-RL.BS~
112" ~ STREET
B..L TIPICAL
PVC SCH. 40 S S T
TEE. SIZE PER ~N
NOW A SWNG PP!!: ASSc:\&Y MAY ~
U5W Will-I FLOWS LESS THAN 4 GPM
F POP-UP f--1EAD
~
LATEAA!.LIH!.
SE'f'PLAN Af',,O SPSCS
NOTI:1 C.WTT6?S PB2 PLANT SI-IAU.. 138
2 P62 1G. A-ANT, 3 PB2 5 G. RANT,
5 PER 15G. TRI=. 8 Pai! 24" 6. TREE,
12 PER 36' B. TR::':E ~ L,.l'.R~
TEE. n,.
FLUSl-1 B-0 CAP ON P~ T AL
LOCATe: N LOCKNG 1//lLVE BOX. TYP.
L OLSON VIBQA-0-EAN 180! D~ EMITTER AT EDG!!: CF ROOT SAU.
2. 112' PU.. l Tc.ONG, $ECLRE WI 6" Jlfra STAPLES AS NcCcSSART
3. TTP1CAL PLANT
4. TYPICAL ROOT BALL
5. TTPICAL. TU31NG AND S\ot/T'lS LAY-OUT AT :Ree, F APPWCAB~
6. TIPICAL TUBING ANO EMITTEI< LAY-OUT AT SHRLB
A DRIP FMITTER PLACEMENT
5
6
L DRAS5 O'.Jctc:-CO...PLING V AJ.. Ye. SB!: Pi..AN
2. STAN STEB.. SCREW Cl.A~, MIN, 3
3. Z' T,--ICK Pf:A GRAva..
4. ti4 Re!AR ST AKE
'-SRASS NPPW=, SIZE PEil 0. COUP~
6. SRASS BJ.. TIP.
7. $CM. 40 PVC SLPA . .'r l-11\E
8, $CH. 80 PVC 6TI<EE:T ~ e Ta!:
9. l20JNO VAJ..V! BOX W/ SOLT DOWN LID
!O. SCH. BO f'VC STRS=T EU.
II. SCl-l BO PVC NPPU: -6" LONG
~ RAN ~ EASY RAN CONTROL. MODc.l...E, SE!: PLAN. PROGRAM V,t,J. ve:s
TO ACHE~ UfOl<M COVB?AG!!
2. VA!.VE, SE£: Pl-AN FCR T'rfl!E E S!Z!!
3, ST ANDA~ RECTANGL.l..NZ VAi-VE BOX. TIP.
4. PVC SC,-EO 40 PRESSLRE. P1Pe: Al'O FITllNGS FROM 3FP U\IT
5, ANSH SURFACE OF ADJACENT PI.A"-IT~
6. P!=A GRAva. 1:6-0W VPJ...VE. TIP!CPJ... 7. SCl-lf;:OLJL.e BO PVC LN01'4. TYPICAL. U'I: StZe
6. LA TI=RAL UI-E, $ff PLAN FOQ TrPE A1'0 512!!
9. DG Y-FILTER Wt I5~ 5.5. lvEs-l SCRB3'l 3/4", DRP ClllCUTS Ot-1..T
IQ OLSON 20PSI LOW-FLOW PRESSLJRE REGU-A TO~. 314", DRIP CIRC..JTS
O>LY
G AUTOMATIC VALVE W/
BATTERY CONTROLLER
11 AS BUIL T 11
FUTURE FENCING ALONG THE NORTHERN AND SOUTHE~/
PROPERTY LINES FOR ~OT I MUST BE CONSTRUCTED OF AN 1----.---------------1
OPEN DESIGN. THE SAib OPENINGS, BETWEEN T~····,-
MATERIALS OF WHICH THE FENCE IS CONSTJ;;UCTED MUST
NOT REPRESENT LESS THAN 70 PERCEt,JJ>6F THE TOT AL
SURFACE Of EACH FIVE FOOT LINsP,Q""SECTJON WHEN
VIEWED PERPENDICULAR TO TH~·P'ACE OF THE FENCE.
APPROVED FOR PLANTING
AND IRRIGATION ONLY,
INCLUDING PRECISE
LOCATION OF PLANTING
AREAS.
Robert Mekf,a~
NO. JIBJ ~ I~
EXP. 0!J-J1·08 * ;:I:
rJ }I 0'1
_,,..,,.,,
LOST WEST
E ABOVE GROUND ROTOR
ENGINEER'S SIGNATURE
APPROVED
ENGINEERING PLAN CHECKER DATE
TITLE _______ _ DATE
REVIE\JED ]lY1
INSPECTOR DATE
l----1--+------------+---+----1--+--II SH2EET I CITY OF CARLSBAD I SH4EETS I PLANNING DEPARTMENT
1-----1--+-----------------1----+--I----+-~ ~G:;;R:::AD;;E;;D;._l;S:;::LO;::::P;::::E;::::;LAND~;;S:;C~AP~E~IMP:::;:R;:O~VEME~:;N;::::T:;::::;:P:;:LAN=.,;S:;::::;:F:;:O;;::R:=! A CA{IFORNIA CORPORATION
LANDSC::APE ARCHITECTURE
yARDENS. PARKS. CITIES FARAHMAND PARCEL
PO BOX 454B Carlsbad, CA 9201 B
520B rotnsond Avo, Los Angeles, CA 90041 IRRIGATION PLAN
TEL, 176,0) 434-5790 OR 1323) 258-8214
lcoi1'111ese.Fa;;;ra~hrn;;;;an;;;:d;;P;;;arc;;;:el;;r,S;;;:HEEFr,, rrii1N"'DEX:ix'."------------t---1--_jl----------------1---.j__ _ _J. __ _j__--! I AP~~J:,9( q • f:Jl.p'-Jt 1\-t, ~
PLAN DATE, 8114/01 SHEET NO. SHEET TITLE 1----+--~i--,,----~-----------+---+--~1---~I----I ~-P;L;AN~N~IN~G~===;~=:::::::~=;:::::::::::::::==:::;;::::::::::::D::A:::TE::::::~
PLOTTING HISTORY-1 of4 Covar Sheet DWN BY: PROJECT NO. DRAWING NO.
08114101 • veoslon 1 2 of 4 lrrigalion Piao DATE: INITIAL DATE INITIAL DATE: INl'TlAL CHKD BY: __ _
10/02101•Ve,sion2 3of4 Planting Plan ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: MS 05~02 445-8L
10/18/07 •Versions 4 of 4 Landscape S ecifications
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PLANTING PLAN
EXISTING VEGETATION ON THIS SLOPE TO
REMAIN, PROTECT IN PLACE
PLANTING NOTFS
CONG
LOT 2
CONC
L CONTRACTOR SHALL TAKE SOILS SAMPLE AND SUBrviT TO TESTING LAOORATORY f'OR ANAL '!'SIS ,O,ND AMENDMENT RECOMMENDATIONS
PRIOR TO SOL AMENDMENT. CONTRACTOR SHALL SlBMIT SOl!..S LABORATORY TEST RESULTS AND RECOMMENDATIONS TO CITY FOR
APPROVAL PRIOR TO SOL AMENDING. n-E APPROVED RECOMMENDATIONS FCR AMENDMENTS ANq BACKFLL SHALL Se INCORPORATED
INTO Tl-IE LANDSCAPI:: PLANS PRIOR TO T\.le: START OF CONSTRUCTION. PLANTED AREAS APART q= T\.!IS WORK S\.!ALL Se: AMENDED
AFTER INSTALLATION OF RRIGATION AND RAKE-OUT AND PRIOR TO INSTALLATION OF EROSION COrTROL MATTING.
2. ALL PLANTED AREAS LLUSTRATED ON T\.!ESI:: PLANS SHALL BE COVERED WITf-1 NORTI-I AMERICAN G/REEN SCl50 EROSION CONTROL
BLANKET PER MAN..FAC. DETAIL AND SPECS. TI-IS SI-IEET. MATTING SHALL SE CLl::AN AND FRE:e: o1 SOIL FOLLOWING PLANTING.
3. TRE:ES PLANTED WIT\.!IN 6' OF PAVING OR WALLS SHALL Se INSTALLED WITf-1 VILLA LANDSCAPE PROPLJCTS 24" DEEP "INNER OUTER V6'1T"
ROOT CONTROL PANELS PER MANUFACTURERS SPECS. (714) 630-4182.
4. CON:RACTOR SHALL EXERCISE CARE IN LOCATING UNDERGROUND UTILITIES PROR TO DIGGING, RE:SOLVING ALL COtft.lCTS IN FIELD.
5. CONTRACTOR SHALL INSTALL PLANTING AS PER Tf-lESI:: PLANS, AND Tf-11:: SPECFICATIONS.
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CONG
NOTE• \ .
FUTURE FENCING ALONG THE NORTHERN AND SOUTHERN-_.,,/
PROPERTY LINES FOR loT I MUST BE CONSTRUCTED Or'AN
OPEN DESIGN. THE SAID OPENINGS, BETWEEN THE
MATERIALS OF WHICH THE FENCE IS CONSTRUCTED MUST
NOT REPRESENT LESS THAN 70 PERCENT OF THE TOT AL
SURFACE OF EACH FIVE FOOT LINEAR SECTION WHEN
VIEWED PERPENDICULAR TO THE FACE OF THE FENCE.
LOST WEST
A CALIFORNIA CORPORATION
LANDSCAPE ARCHITECTURE
PLANTING LEGEND
SYM. BOTANICAL NAME
TREES·
Cf.I Cf-llONANTHUS RE:TUSUS
01 QUERCUS ILEX
RL RHUS LANCEA
SHRUBS -
BR BOUGAINVILLEA "RASPBERRY ICE"
CR COPROSMA REPENS "MARBLE QUEEN"
PH PHORMIUM TENAX "DUSKY CHIEF"
RJ RHAPHIOLEPIS INDICA "JACK EVANS"
RB ROSA BAl',JKSIAE "ALBA PLENA"
VT VIBURNUM TIN.JS "SPRING BOUQUET"
GROUND COVER -
COMMON NAME
CHINESE FRINGE TREE
~LLYOAK
AFRICAN SUMAC
HYBRID BOUGAINVILLEA
HYBRID MIRROR PLANT
HYBRID FLAX
INDIA HA.WTI-IORr-E
HYBRID LADY BANKS ROSE
NCN
OTY. SIZE REMARKS
8 15 GAL. STANDARD
16 15 GAL. STANDARD
II 15 GAL. STANDARD
13 !GAL
26 I GAL
6 5 GAL.
18 IGAL.
23 5 GAL. REMOVE ST AKE
17 I GAL. I
tJlP'J BACCHARIS PIWLARIS "TWIN PEAKS" PROSTRATE COYOTE BRUSH, 3'-0"0C FROM I Gt>.L. (1400~F)
I 1-\IJ·I LANTANA MONTEVIDENSIS -PURPLE NCN, 3'-0'0C FROM I GAL. (1889SP>
l'Ml'.'A MYOPORUM "PACIFICUM" NCN, 3·-o·oc PROM I GAL c3082SP>
[1>,1PFd MYOPORUM PARVIFOLIUM "PUTAH CREEK" NCN, 3'-0"0C FROM I GA.L. (5120SF)
I' ,Of'] OSTEOSPERMUM PRIJTICOSUM TRAILING AFRICAN DAISY, I2'0C FROM 4" FLA TS (I421SPl
,;i'fj[,.'.',j SOD -MEDALLION PLUS FESCUE BY PACIFIC SOD (1225SFl
GROUND COVER NOTE•
ALL SHRUBS SHALL BE UNDER-PLANTED W/ GROUND COVER IN ORDER TO MEET
THE REQUIREMENTS OF SLOPE REVEGET A TION STANDARD NUMBER 2
PLANTING DETAILS
NOTTO SC~
8
~ -J-;J,,------f.
~~ ao
~oi'i1!~~-
2 WIDTH OF ROOT BAI L
=
EOUAL
SPACNG
AU. GROUNDCOV'@ Sl-lALl BE PLANTEtl AT EQUAL
raAI\Gll.AR 5P ACING lJ'LESS On.e?WS:; INDICATED
EDGE Cl-PAV~
OOLAWN
ON P'I-ANS ~ 5a P1.ANllNe U:GfND FOR Sf'ACNS DISTANCl::S
NORTH
AMERICAN GREEN
EROSION CO.'HROL Product,
;;waront~od :SOWTIONS
14541 HIGffH,._I' '4-1 NO!ml
E\.,;,',NS\111..1.f, IN 41725 aoo-n2-2040
www_oo~"'l!f>.i:om
TYPICAL SHRUB PLANTING
~ PRe"'/..1,;E $OL PER Tl-£ SCt-61.'EPOllT l..'EC0M'l.evAT!:)N6 ~ TO NSTALLl'l" SCl!50 MATTI'Q.
2-E631N AT 11-e TOP OF Tf-E: SLOPE BT ANCHORNG 11-e ROJJ. NA 61\6' 1ReNCH \hllTl-l APPROX. I%' OF Tl-f; S?D:JON CONTI:'Cl. !'-Mm-IS~ BEYOND TI-E' LP-$...OF'f;: PORTION C:,-Tl-£ lRe>IQ-.l ANCl-t:JR Tl-e MAT'B'G WITH A ROW OF $TAPI-E$ APPROX. 12":X N TI-e BOTTOM Cf' Tl-I! lRE'Cl-l. eACl::.=u. t>J\O COMPACT n-e ~1-1 AFT61 STAPL.I\G. FOLD n-e ~ 12· FORTICi\l
Q"' MATTN9 SACK OVEQ Tri: COWACTl:D SOL At-D 5a:l.Re WI STN'l.-l=S,
S, ROU. TI-e MATTJ,.,G DOWN TI-E SI-OPE, ~ WI STAPI..ES F'B< Tl-£ STAF\..e PATTERN GLDe.
I
4. EDi;ES OF MATTNS S>-IAU. O~ 5' WI ~OLIS l'lSTAU.E:l MAT.
'-CON:B).I'.11/'E MATING SPUC!P DOWN TH!: $1..Cff f;HALL-~ PLACED 6"10 OV5:' S\C V,tll-1 ,-!f' 01/SlJ.P. STA?U'-.G TI-lRO!...GH
0\15?LAPP6' Ai.EA APA<'OX. 12"00.
D EROSION CONTROL MATTING
ENGINEER'S SIGNATURE
APPROVED
ENGINEERING PLAN CHECKER DATE
APPROVED FOR PLANTING
AND IRRIGATION ONLY,
INCLUDING PRECISE
LOCATION OF PLANTING
AREAS.
C GROUNDCOVER SP ACING
11 AS BUILT"
TITLE _______ _ DATE
REVIEVED BY,
INSPECTOR DATE
1----1-----+-----------+---+--l----+----I I SH3EET I CITY OF CARLSBAD I SH4EETS I
;::::::::::::::~-=::=::=:P:::lA:::N::::N::l:::NG=:::::::D::::E:::::PA::::R::::T:':M"":E:::N:::::T ==~==::::::!
GRADED SLOPE LANDSCAPE IMPROVEMENT PLANS FOR:
GARDENS. PARKS. CITIES FARAHMAND PARCEL
PO BOX 4548 Carlsbad, CA 92018
5208 Townsend Avo. Lo, Angele,, CA 90041 PLANTING PLAN
TEL. (760) 434-5790 OR (323) 258-8214 ~D-71_5_F_ara_h_m_an_d_Pa-rcel--,,-S-H-EE_T_IN-□-EX:-·------------l-_-_-_-_--lt-_-_-_-_1-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_--l1-_-_-_-_--+t_-_-_-_-~t_-_-_-_-_-.J-I_-_-_---II I AP[£t' '1:, i',(/~-t
PLAN DATE, 8114m7 SHEET NO. SHEET TITLE 1-----il----+~----------------if----+--+---+---I ::;P;:LA;:N::N;°IN:;G===:::;-;========::;;::=:::::D:::A::1[:::=~
PLDTTINGHISTDRY-1 or 4 Covar Shea! DWN BY: ---PROJECT NO. DRAWING NO.
08/14Rl7 -Ver.aon 1 2 of 4 Irrigation Plan DA TE INITIAL DA TE INlllAL DA TE INITIAL CHKD BY: ---
10/02/07 -Version 2 3 of 4 Planting Plan ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RYWD BY: MS 05-02 445-8L
10118/07 ~ Version 3 4 of 4 Landscape Specifications
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LAI\DSCAPE l~~IGA TION ~ SECTION 02.910
PART I • GEte<AL
f ~ • • • ,.. ·-~ 'I -1• I
A. 11-<E CONTRACTOR SHALL PURNISH ALL NECESSARY LABOR, MA TeR1ALS AND E'OUPMENT '11:0URED TO COM"LETE Tl-£ WORK
OF INSTALLING A A.LU FUNCTIO~G 1.ANDSCAPE RRIGATION SYSTEM N ACCORDANCE wrna mE PLANS AND 11-<ESE
SPECACA TIONS. ALL MATERIALS AND COMPONENTS USED Sl-lALL 81: NEW AND WITHOUT R..AWS OR DEFECTS A"D OF OLIALTY
Al-0 PERFORMANC!! AS SPECFED. PRIOR TO NSTALLATIO'>J OF ANY RRIGATION WORK. Tel: CONTRACTOR SHALL SUSMT FOR
APPROVAL-SY 11-<e OWNER A UST OF ALL MATERIALS AND COMPQl>BJTS 71HI: CONT12ACT012 PROPOSES TO USE
SHOUUD ~E CONllRACTOR PROPOSE TO US!: MA TERIAL<Sl 012 COMPONENTS OlHaR THAN THOSE SHOWN ON 7lcl: PLANS, TI-e
CONTRACTOR SHALL 51..BMIT IN WRITING, TO THE OWNER A ROOUEST TO DEVIATE FROM Tl-£ PLAN$. SAMPU!S OF TH!!
MA TERIAL<Sl 012 COMPOr-!aNTS SHALL ACCOMPANY Tl-£ Rf;OLEST IN ORDER TO ASSIST THI: OWNER N THI: EVALUATION OF' TH:
Pl20POSED SUSSTITLITION. 11--1!' SL.RDl:N OF PROOF SHALL 81: OORNE BY THI: CONTRACTOR.
8. 71H1: PLANS ARI: DIAGRAMA TIC. ALL IRRK:;ATION EOl.FMENT Sl-lAU. BE LOCATED IN APPROXIMA Tl: AREAS SHOWN. CON9-ICTS
WITH EXISTING CONDITIONS 012 PROPOSED PLANTINGS SHALL BE RESOLVED N 7lHI: AE'LO. CONTRACTOR SHALL NOTFY OWNER OF
C01'fl.lCT5 ~CH 71H1: Rl:SOLUTION OF WHCH, IN ~E CONTRACTOR'S JUDGMENT, WOULD CAUSE A SUSST ANTIAL DEVIATION FROM
7lHI: Dl:SIGN NTl:NT, WOU.D POSI: A PUSLIC TI-REA T 012 HA.:ARD, 012 WOULD NCRl:ASE 11--1!' PROJECT COST.
l2 OUALTY ASSLRANCE
A. USE ADE'OUA Tl: NUMBERS OF SKJLLED 'WORKMEN WHO ARI: THOROUK:;Hl Y TRAN=!) AND l:XPER6"CED IN 7lHI: NECESSARY
CRAFTS AND WHO ARE COMPLETEL T FAMIUAR WITH 7lHI: SPECIAED Rl:OUREM6'JTS AND THE lvETHODS NEEDED FOR PROPER
PERFORMANCI: OF 11~! WORK OF llHS SECTION.
13 GUARAN'"EE
A. ALL WORK SHALL 81: GUARANTEED AGAINST ALL D!=FECTS IN WORKMANSW, MATERIALS AND EOllf'MENT FOR I <Ot'6 YEAR
FROM DA TE OF FINAL INSPECTION. ALL PROa.EMS REI.A TED TO THESE' DEFECTS AND CALLED TO TH: ATTENTION OF 7lHI:
CONTRACTOR SY THI: 0""'61 DURING Tl-<S PERIOD, SHALL 31: CORRECTED SY CONTRACTOR WlllHN 14 DAYS OF 'JOTACATION AT
NO CHARGE! "0 OWNER.
8. OV/1'-ER SHALL HAVE: 7lHI: RIGHT TO MAKE EMERG!;NCY REPAIRS WI1KIUT RELEVNG Tel: CONTRACTOR OF f-lS GUAl<ANTEI::
OBLIGATION. F ANY SIT!: TRIPS SY LANDSCAP! ARCf-lTECT ARE R<COUIRl:D ST OWNER DURING GUARANTEe PERIOD BECAUSE OF'
IRRIGATION SYSTEcM FRO~S. LANDSCAPE ARCHITECT SHALL 81: PAID N ADVANICI: SY CONTRACTOR AT A RATE OF'
$155.00/HOUR. ~IS GUAl<ANTEe ALSO COVEl25 SI-IKNG OF TRENCHING BELOW ADJACl:NT GRADE AND SREAKlNG 012 SETTLEMENT
OF PAVING AND 01l-El2 STRUICllURES AND PLANTNG DUE TO SINKING OF TRENCHNG.
PART 2 -PRODUCTS
2J MA TeRIALS
A. ALL MATERIALS AND OOUPMENT SHALL 31: rcw AND OF DOMESTIC MANUFACTURE.
2.2 PIPE AND FITTINGS
A. RIGID PVC PIPE AND FITTINGS• I ALL PIPE: SHALL 31: NSF-I'S EXTRUDED IOOS POL YVINTL CHLORIDE TYPE I, 131<ADI: t CLASS 1"0 MATERIAL. IT SHALL BE MARKED
WITH DAT!: OF EXTRUSION, MAN..FAC"T\JRER"S NAME. SIZI:, PVC U20, OR PRESSLRE RATING NP.SL AND COMPLY WI~ ASTM D241,
SOL VENT WEUl SOCKETS. 2. ALL PLASTIC FITTINGS SHALL 61: MOLDED. TYPI: lit SCHEDULI: 40, NSF AP?ROVED AND CCltv'PL Y WI~ ASTM D2466. ALL
COLPLNGS SHALL 61: MADI: FROM EX'RI.DED S'OCK REAMED WI~ A TAPER. 3. ALL SOLVB'JT SHAU. BE' AS l<~OMMa-OED BY MAN..FACTLRER AND COMPLY WI~ ASTM D2564 AND SCA.OMO RI.JUE lo813I6A.
a FUEXlBLE: PVC PIP! AND FITTINGS,
l ALL PPE SHALL 6E EXTRUDED FROM F'LEXIBU! VNYL CHLORIDE! CONFQRMJNG TO ASTM D2287 AND BE ALGAi: RE$1Sr ANT TYPE!,
2. ALL PLASTIC ATTINGS SHALL BE MOUDED, TYPI: 11, SCHEDJUE 40. NSF APPROVED AND COMPLY WI~ ASTM D2466.
3. ALL SOLVENT SHALL 61: 'JPS WELD-ON 2795' 012 APPROVED EQUAL. AND COMPLY Wll'~ SCAOM!l RULE Uo6l3I6A.
C. POL YEll-lYL..6--.E PIP!: M-D FITTNGS, L ALL PPi:' SHALL 81: EXTRI.OED FROM IOOI LINION CAREllDI: •7510 MATERIAL AND CONFORMNG TO ASl>E ST ANDAl2D 5435.
D. COPPER PP!: AND FITTINGS SLJRIED AWAY FROM I3'...I .. DINGo
l ALL PIPE: SHALL 131! TYPI= K. ASTM 868 AI-.NEALED WITH WROUGHT COPPER FITTN;S. LEAD-FREe SOLDERED JOINTS. AND/OR
co,PR!!SSION JONTS
E!. COPPER PP!: AND FITTlNGS ABOVE: GRADe,
I ALL PP!: SHALL 81: TYPE L. ASTM 888 ANNEAU3) WITH WROLK:;HT COPPER FITTNGS, LEAD-FREE SQL=eD ..IOINTS, AND/OR
COWRl:SSION JOINTS.
I". BRASS Pl?!: M-D FITTINGS,
I ALL PPE SHALL BE IP5 STANDARD WEGHT 851 RED 3RASS. FITTlNGS SHALL SI: WI~ STANDARD 125-f'OUND CAST BRONZf!
THREADED FITTNG5.
2.3 $PRNKLEl2 1-lEAD!;l
A. SPRNKLER HEADS SHALL Ell: AS SHOWN ON THI: Pl.ANS.
2.4 Q12'1P EMITTERS
A. DRIP EMITTE:RS, EITI.JER AS SEPARATI: COMPONENTS OR NSERTED N POL YETHn..ENE! 11U6NG DURING MANUFACTLRE, SHALL SI:
OF 11-<e TYPI: AND A.OW AMOUNT AS SHOWN ON TH: PLANS.
2.5 RE!\AQTE CQNTi;?C)L VAL VE$ PRES5LJi;>E: RE$lJ A TING VAL ve; BALL VALVES ANy
QUICK COLPUNG VALVES
A. ALL VALVES SHALL 131= OF THI: TYPE: AND SIZE AS SHOWN ON Tl-£ Pl.AN$.
2.6 BACK A..OW PREVENTER
A. BACK FLOW PR!:VE:NTION DeVICE<Sl SHALL SE OF TH: TYPI:! AND SIZI: l"IDICA TED 0'1 TH: Pl.ANS. DEVICI: SHALL MEET
ST MDARDS SET SY ST A TE OF CAUFORNIA, CAUFORNA ADMNISTRATIVI: CODe. TITLE 17 -'Rl:GULATIONS REI.A llNG TO CROSS
CONNECTIONS'.
a BACK FLOW PREVENTION DE:V!Ci;<Sl SHALL BE ATTED WITH RESILIENT SEA TED TEST COCKS. AND WITH RESLIENT SEA TED
SHWT-<lff' VALVES CAPAB..1: OF ISOI.ATING THE DEVICE FROM ~I: Rl:ST OF 11--1!' IRRIGAllON SYSTEM.
C. ALL RISERS, LNONS. EUBOWS AND NPPUES SHALL 6E RED BRASS. SRONZL: 01'1 COPPER.
2.7 CONTROLS
A. EACH AUTOMATIC CONTROLLER SHALL 131: OF 7lHI: TYPE: At-0 SIZI: AS NDICA TED ON THE PLANS.
8. CONTROLLER HOUSNG SHALL BE OF THE: TYPI: A'1ll SIZI: AS NDICA TED ON 71H1: Pl.ANS,
C. CONTRQ. WU<Eo ALL WRING TO SE USED FOR CONNECTING 71H1: AUTOMATIC CONTl20LUER TO THE A UT OMA TIC VALVES SHALL
SE TYPI: UF-600V, 7-STRAND OR SOLID COPP61, PVC NSJ.ATIOl'>t SINGL! CONDUCTOR, UL APPROVED UNDERGROLND FEEDi:R
CABUE EACH RLOT 01'11-0T WR!! SHALL BE a.ACK OR COLOR CODED WITH THI: COMMON WIRI: GENG WHIT!:.
2.s vAL-VE Boxes
A. ALL VALVI: OOXES SHALL Bl: OFT~ TYPI!' AND SIZE AS SHOWN ON Tl-£ PLANS.
PART S -EXECUTION
SJ SIT!: COt,OTIONS
A. CONTRACTOR SHALL EXAMINe: 71H1: AREAS AND CONDITIONS UNDER WHICH WORK OF llHS SECTION WU. BE PERFORMED.
CONTRACTOR SHALL CORRl=CT CONDITIONS DETC?IMENT AL TO TIMEL T AND PROPER COM't.eTION OF THI: WOl<K. CONTRACTOR
SHALL NOT PROCEED UNllL UNSATISFACTORY CONDITIONS ARI! CORRECTED.
8. POINT OF CON'ECTIQNo ~IS IS SHOWN AT ITS APPROXMA Tl!' LOCATI0'1 ON THI: PLANS. EXACT LOCATION MUST BE VERIFlE'O
0'1 SITE
C. F CONDlllONS ARI: ENOOUINTERED OJRNG THE COJRSE OF WORK THAT ARE N CONFLICT WITH THE PLANS, 1.A"IDSCAPI:
ARCHTECT SHALL 61: NOTFIED IMMEDIA Ta Y AND 8B"ORe! A '1Y WORK 15 DONE:. F THIS PROCEDLRE IS NOT FOLLOWED.
CONTRACTOR SHAU. ASSUM!! FULL REsPONSIBIUTY FOR ANY ON-Sffl: ADJUSTMENTS NECESSM<Y TO MAKI= THE SYSTEM OPERATE
AD!eOUA TEL Y AT NO ADDITIONAL COST TO OWNER OR LANDSCAPI! ARCHITl=CT,
3.2 ,r--EN;RAL
A. PIPING 1.AYOUT INDICATED ON THE PLANS IS DIAGRAMMATIC ONLY. ROUT!: ppr-,; TO AVO.D PLANTS AND STRUICTURES.
a ALL PPft AND EOUPMl:NT SHALL BE NST ALU=!) IN Pl.ANTED AREAS. PPING AND COMPOJ\El\JTS SHOWN N PAVED AREAS ON Tl-£
Pl.ANS 15 FOR CLARITY 0NL Y UI-LESS O~ERWISI: NOTED ON THI: PLANS.
C. IRRIGATION PPES AND E'OI.FMENT SHALL BE NST AUt.eD SO AS NOT TO PREVENT OR MAKE DFFICLIL T PLANllNG AND
CONSTRUCTION SHOWN 0'1 C0'1STRUICTION A"ID PLANTING PLANS.
o. ACJl 1 ..... L ,...;, -• , -oMh.. Tte CONTROL.L.ER<S) SHALL BE VERFIED wm..i o~. _ V ... ,,, -,,,.-,,--..r -....;' V V V -.,. • .,. ., v v VV" V
1 e CONTRACTOR Sl-lALL PC?OVDI= "AS-a.!LT" DIMe,ISIONS f N"ORMATION TO LANDSCAPI!: ARCHITECT UPON COMPLEaTION OF 7lHI:
, SYSTEM SHOWN!, LOCATIONS OF' ALL SYSTEM CONTROLS f COMPONr='"rJTS TRIANGU.A TED FROM LOT CORNERS, LANDSCAPI: I ARCl·ITECT SHALL PREPARI= "AS-Ell.LT" Pl.ANS FOR CITY REVIEW AND APPROVAL PRIOR TO THI: CITY RELEASNG 00"1:>S AND
"~RE FNt>J. PA 'J1v1f:;NT IS ISSU!=D TO CONT~ACTOl2 BY OWl'Ell. . . . A A.
-~AAA •..._..,..._.A_ A --
I". AN OPERA TING CHART SHALL = 10 -LAC-OSCAPI: ARC~TECT LPON COMPLETION OF THE SYSTEM. ~IS CHART
SHALL CI.Ei'RL Y SHOW EACH AREA THAT EACH STATION OF 7lHI: CONTl20LLER CPERA TES ON CASI: OF MORI: = ONE
CONllROULER, PROVIDe AN OPERA TNG CHART FOR EACH CONllROLLERl. ™'5 CHART SHAU. 81: DON!: N THI: FOLLOWING MANNER-
! PHOTOST A TICA LL Y REDUCI: RECORD DRAWNGS TO 8Sl2 X l
2. COLOR, WITH CONTRASCNG COLORS. 7lHI: AREAS COVERED BY EACH VAL VE!. use CO..ORED PENCILS OR INK MARl<l=RS.
3. 00T AIN 1.ANDSCAPI! ARCHITECTS APPROVAL OF CHART.
4 1.AMNA Tl: CHART N 10 ML PI.ASTIC.
5. GIVI: CHARTS TO OWNER.
3.3 AS$Efl0..IES
A. Tcl:SE' SHAUL BE AS SET FOR~ ON DETAL DRAWNGs. I' DeTALS ARI: ABSENT FOR SPECiAC ASSEMBLIES. THESE
ASSEMa\.lES SHALL 8e DQt'C IN ACCORDAt-lCE' WI~ THE MAN..FACTURS<'S SPECFICA 170'15, AFTER THESI: SPECIFICA llONS ARE
DISCUSSED WITH Tl-£ LANDSCAPI!! ARCHITECT. TEFLON TAPE OR DOPe SHALL Be USED ON ALL MALI: PIPE THREADS OF CONllROL
VAL ve. SWING JOINTS AND 8ACI< R.OW ASSEMBLES.
3,4 TRENCHING AND 6ACKALLING
A. LARGE SPE<:IMEN Pi.ANTS SHALL SE PI.AN713) ?RICR TO llRENCJ-jJNG.
8. CONTRACTOR SHALL HAND TRENCH AROUND ROOTS TO PP!!! GRAD!! WHa'J ROOTS TWO INCHES N DIAlvETEl2 012 GRl:A TER AR!!!
e.::>OUNTERED. MINIMUM WID~ OF ANY TRENCH SHALL 61: FOUR NCHES, OR 1.5 TIMES 71H1: DIAlvETER OF P~ WHCHEVER 15
GREATER. SACKFLL AND RE-COMPACT OVER ANY EXCAVATION. FROCK 15 !;NCOUNTS<ED, EXCAVATE FOUR NCHES DE!=FER
'
AND SACKFILL TO PIPE GRADe WITH weu. 131<ADED SAND. KEEP TRl:NCHES EVEN AND FREE OF o!iSTRUCTIONS AI-D DEl31<IS THAT
MAY DAMAGe PIP!. DO NOT MJX SUSSOI.. AND TOP SOIL. '•
C. SAND ENCASEMENT FOR AU. IRRIGATION PP!:. DIRl=CT El.RIAL CONTROL WIRI: AI-D 13..ECTRICAL CONDUIT Sl-lAU. 61: PLASTER OR
MORT AR SAND PER SECllON 200 OF' THE ST AND ARD SPECIFlCA TIONS, WITH MINIMUM SAND EQUIVALENT OF' 50.
3.5 E!Ec;Q
A. ALL PPES SHALL HAVE A MINIMuM OF 6' Ct.eARAt-JCE FROM EACH OTHER AND PPES FROM QT.,ER TRADl=S,
8. AU. PRESS'.JRE PPE FOUR INCHES N DIAMETER 012 SMALLER SHALL HA ve THE CORRECT SIZED THRUST BLOCK NST ALLED AT
EVERY ABRUPT CHANG!: OF AUGNM9'JT, AT BAU. VALVES, TEES, ELBOWS AND CROSSES. AND AT ENDS OF PPE' l2LNS OR
WHl:REVEl2 7lHI: FIELD ENGINEE< DE!:cMS ore TO 3E Nf:CESSARY. TWUST SLOCKS ARe TO 61: NST ALLED PER ST AND ARD
DRAWINGS OR APWA STANDARDS AND SIZED ACCORDINGLY FOR 7lHI: SIZE OF PPE:.
C. PLASTIC PP!: SHAU. 81: CUT SQUARE. EXT=U. T CHJWFEReD WI™ ALL 3URRS AND FNS RB>,OVED.
D. SOL VENT WELDED JONTS SHALL 81: MAD!! IN ACCORDANCE WI~ AS1M D2855. THE SOLVENT RECOMMENDED BY 11--1!'
MA~ACllURER SHALL BE USED.
E NO SOL VENT SHALL BE USED FROM CANS THAT HA VE s= OP6'ED OVERNIGHT.
F. PLASTIC PIPE NSTALI.A TION SHALL 81: IN ACCORDANCE WITH ASTM 02n 4 AND THE ReQLJRB\AENTS HEREN.
G. CARE SHAU. 131! eXERCISED IN ASSF...M3..JNG A PPEJ.NE WI~ so_veNT WELDED JONTS so TclAT STRESS ON PREVIOUSLY MADE
JOINTS IS AVODED. HANDLING OF THE PPe FOLLOWNG JONllNG SHALL NOT OCCUR PRIOR TO 11-<e GET TIMES SPECIAED IN ASTM
02855.
1-1 SOLVENT SHALL 61: APPLIED TO PPE ENDS IN SUICH A MAN'-<ER THAT NO MATERIAL IS DEPOSITED ON Tl-€ INTERIOR SURFACE OF
THE PIP!: OR EXTRUDED INTO THI: INTERIOR OF 71H1: PIPE DURNG JOJ'JTING.
I. THREADED PP!: JOINTS SHALL Be MAD!! USNG TEFLON TAPE! OR TEA..ON DOPE!. SOL VENT SHALL NOT ElE USED WITH THREADED
JOINTS.
J, PLASTIC ppe ~AT HAS SEEN I\IC'<ED, SCARRED OR OllHERWISE DAMAGE'O SHALL SI: REMOVED AND REPLACED. PI.ASTIC PPE
SHALL 81: SNAKED FROM SIDI: TO SIDE IN THI: TRENCH TO ALLOW FOi< I FOOT OF EXPANSION AN:) CONllRACTION PER IOO FEET
OF STRAIGHT R'U~
K. THE, PPEUNE SHALL NOT 81: EXPOSED FOR WATER FOR 24 HOURS AFTER THE I.AST SOLVENT WELD HAS GEEN MADE
L. WHERE PIPES OF DISSIMLAR METALS ARI: J0I1'8=D, CONNeCTION SHALL BE MADI: WITH DELECTRIC FlTTING.
~.6 fLLJSHNG
A. PRl:SSLJRI: AND NON-PRl:SSLJRE Ul>ES SHALL 131! THOROLJGI-L Y F'LUSHED 131:FORI: INSTALLATION OF EOUPMENT AND HEADS. ,.
'"3.7 PRES~e TESTING
A ALL PRESSURI= LNES SHAU. 61:! TESTED UNDER HYDROSTATIC PRESSURE OF 125 PSI AND AU. NON·PR!:SSURE LINES UNDER
EXISTING ST A TIC PRESSURI: FOR A Mlhllvl.lM OF' 4 HOLRS.
a F LEAKS DEVELOP, REPAIR AND !<&EAT PRl:SSURI: TEST UNTIL SYSTEM IS WATER TIGHT.
3.8 BACKAI UNG,
A, PC?ESSJRE UNES A'JD CONllROL WRING SHALL HAVI': A ,INMUM COVER OF 24",
a NON.PRESSJRE iJNl:S SHAU. HA VE A MNMUM OF 12' COVER UNU!SS OTI-B<WISE NOTED.
C. ALL PIPING UNDER VEHICLE 6"...l'-.RING PAVNG SHALL HAVI: A MhnMUM COVER OF 24".
D. AU. PIPING UNDER ASPHALTIC OR COl'-ICRETE PAV1NG SHAU. BE INSTALLED IN EXISCNG SLEEVES. NO HYDRAULIC DRIVING SHALL
BE PERMJTTED l.NJER PAVING. F QONTRAC-012 IS UNASUE TO LOCATE ANY SLEeVE. HI: SHALL NOTIFY OWNER M\4EDIATELY.
E NTIAL BACKFILL (FIRST ~? SHALL BE FREE OF ROCKS AND STONES LARGER ~AN I12"DIA.
F. BACKFU. SHALL SE COMPACTED N LIFTS OF 'JO MORI: THAN 6' IN HEIGHT AND TO A DENSITY COWARABU! TO ADJACENT
GRADE
G. TOP OF BACKFLL SHAU. CON=ORM TO ADJACENT GRADES WITHOUT SUNKeN AREAS. HUMPS OR 071HER IRi<E'GULARITIES.
3,9 ADJUSTMENTS
A. AU. SACK DR ANA GI: OF HEAD$ 012 ElvUTTERS SHALL 6E STOPPED WI~ "V ALCON ADV-CHECK VALVES, OR APPROVED OOUAL.
IN UN!:. ADJUST TO MINMIZI: PRESSURI: LOSS.
B. HEADS SHALL 6E FLUSHED AND ADJUSTED TO PREVB'JT OVER SPRAY ONTO ADJACENT PAVING MD STRUCTL.RES.
3.IO DRP RRIC'aATION
A LAYOUT• 1.AYOUT DRP TUSING AFTER Pl.ANTS HAVe SEEN PLANTED AND IN SUCH A MANte< SO THAT Tl-£ TLIEl)NG WLL PASS
EACH Pl.ANT, AS PER DeT AL ON THE Pl.ANS.
a CUTTING< mE DRIP TUSING SHAL-L BE CUT so AS TO LEAve A SMOOTH AND EVEN SOLct\RE END WITH NO EIJRRS.
C. SOLVENT WB.DE::i JOINTS1
I Rl:MOve ANY BURRS FROM 130™ THE INSIDE! AND OUTSIDE OF THE HOSE AND THE FITTINGS.
2 REMOVE DIRT, GREASE AND MOISTURI: FROM HOSI: AND FITTING.
:,. APPLY A AJLL, eVEN LA YER OF' WELD-ON 795 CEMENT ON 7lHI: HOSE !eOUAL TO 71HI: JOINT DEPTH. AVOID PUDDLNG OR
ALLOWINI, CElvENT TO RUN BEYOND JONT DEPTH. ·'
4. ASSE!Va.E IN ONE SWIFT MOTIOl'>I GIVING HOSE V 4 llURN A'1ll HOLDING IT IN Pl.A Ce FOR 10 SECONDS. DO NOT PU3H HOSE INTO
ATTING BEYOND SOCKET DEP~ OR RESTRICTIONS N FLOW MAT OCCLR.
5, AVO.D DISTLRBNG JOINT FOR A FEW MINJTES SO THAT INITIAL SET TAKES PLACE.
D, COf/PRESSION JONTS• I REMOVI: ANY 13URl2S FROM SOTH THI: INSDE AND OUTSIDE: OF THE TUEllNI, AND FITTINGS.
2 REMOVE DIRT AND GREASE FROM 71U8NG AND FITTNG.
3. FORCE HOSE INTO FITTINGS WITH A CONST ANT CIRCULAR MOTION SO THAT TI.BING IS FULLY SET INTO ATTING.
E PUNCH ·N EMITTERS, ,
l A PUNOS OF THE CORRECT SIZE: AS RECOMMENDED BY THe MAN..FACT'JRER OF Tl-£ EMTTERS SPECIFIED ON THE PLANS.
SHALL BE USED FOR INSTALLATION OF EMITTERS.
2 HOLES ShOULll ae MADE WHEN -n-e TLaJNG IS COOL, F NeCESSARY, WATER SHOUUD 131! RUN ~ROUGH TH= TUEJNG PRIOR TO
PLNCHNG TO M?R0\/1: WORKABU(,. 3. EMITTER PLINCH GI.JN,1NSERTION TOOL SHALL 61: USED PER MAN.FACTLRERS INSTRUCTIONS FOR PUNCHING EMTTERS INTO 1/2'
POL YE~YL..6--.E TUBING WHIUE MAM AJNING A 90 DEGRE!: ANGLE TO lHE TUBING WI~ 7lHI: PUNCH GLN.
eND OF SECTION 02810 LM-OSCAPE IRRll,A 710N
SECTKJN 02930 ~ LAWNS AND GRASSES
PART I -GeNERAL
U 9..IMMARX .
A. PROVIDE LAWNS, GRASSES OR SEED COVER AS SHOWN ON 7lHI: DRAWINGS, AS SPECIFIED HEREN AND AS NEEDED FOR A
COMPLETI: AND PROPER ll\6T J'LI.A TIOl'>I
1.2 0\ JAIJIX ASBl JRAhQ;
A. USE' ADEQUATE NUME!ERS OF SKUED WORKMEN WHO ARI: THOROUG:-L Y T2ANED AND EXPERIENCED N THI: t-ECESSARY CRAFTS
AND WHO ARI: COMPLETELY FAMLIAR WITH THE SPecFiED REOLJREMe'ITS AND TH: ~5 NEEDED FOR PROPER PERFORMANCE
OF Tl-£ WORK OF THIS SECTION.
a. Pl.ANT MATERIALS SHALL Be CERTIFED SY ST A TE OR FEDERAL DEPTS. OF AGRICUL llURE 81: FREE FROM HAZARDOUS INSECTS
OR APPARENT DISEASE. A"ID 6E 11-lOROUGI-L Y ROOTED BUT NOT ROOT-BOUND 012 OVERGROV.N.
C. PLANT MATERIALS SHALL 3E FL.112NSHED IN 7lHI: OUANTITIES AND/012 SP ACING SPECIFH:ll AND SHALL BE OF 71HI: GENUS, SPECES
AND SIZE NDICA Tl:D N TH! PLANT LEGEr-0 OF THI: ~RAV~NGS. SJSSTITUTION OF ANY SUICH INDICATED Pl.ANT MATERIALS SHALL NIOT
Bl: PERh~TTED UI-LESS SPECIACALL y APPROVED l;IY THE 1.ANDSCAPI: ARCHITECT. THE 1.ANDSCAPe ARCHITECT HAS ?REPAReD THI:
PLANT LEGEND ON THE DRAWNGS 01-L Y AS A CONVEN6'1CI: TO 7lHI: CONTRACTO_, ANO ASSUMES NO Res>ONSIBIUTY FOR ITS
ACCURACY. mE CONllRACTOR IS TO VE:RFT ALL OUANTIT'ES AND SIZl:S.
!.3 MAINTB\IA!\!CE AN:) GUARANTEE
A. MANTENANCE SHAU. 3EGN AT FNAL INSPECTION OF' INSTALLATION BY OWNER AND EXllEND FOR A PERIOD OF 90 DAYS.
MAINTENANCe SHALL NCLUDe KB:PING INST ALI.A TION CLEAN AND Fi<EE OF WEl:DS. TRJ'.SH AND DE821S AS WBl. AS MAINT AII\ING
PLANT MATERIAL lWATE:RING. MOWNG, EDGING, FERTLl2lNG AND CONTROLLING PESTS),
8. ALL PLANT MATERIAL-SHALL 3E GUARANTEED FOR A PERIOD OF 6 MON~S.
C. REPLACJEMENTS, ALL Pl.ANT MATERIAL DETERIORATING OR DYINI, WlllHN ™I: GUARANTEe ?ERIOD SHALL SE REPLACED AS MANY
TMES AS SFQ-SSARX AND APPROVED BY OWNER. WI~ Pl.ANT MATERIAL THI: SAME SIZE AND 5PECIES AS SPECAED OR AS
DU<eCTED BY 7lHI: LANDSCAPE ARCHTECT. WI~ A t,IEW WARRANTY COMMENCING ON DAT!: OF REA..ACE'vENT, AND AT NO COST TO
OWl"=R.
D. INSPeCTIO~ BY OWI-.ER AND CONTRACTOR SHALL Bl: MADE AT 17-E !="ID OF THI: 90 DAY MAINTENANCE PERIOD AND THI:
GUARANTEe PERIODS. CONTRACTOR SHALL SET-UP A TIME WI OWNER FOR llHl:SE' INSPECTIONS AND SHAU. MAKE CORRECTIONS TO
TH: INST AU.A 710N Rl:SUL TNG FROM THESE INSPECTIONS PROMPllL Y WI NO EXPENSE TO OWNER,
PAl2T 2 -PRODUCTS
2J Ef3?TI IZER
A. FERllLIZER SHAU. Be OF' TYPI: SPECFIED N DETAIL DRAV~NGS.
2.2 SQI AI\ENDMENT
A, SOIL M'ENDMENT SHAU. 6E OF TYPE SPECIFED Hl:REJN OR Rl=COMf/ENDED ST
SOIL TESTING.
2.S TOPSOL
PART 3 • EXECUllON
3J SITT: CONDITION$
A. exA~~t-E THE AREAS AND CONDITIONS UNDER WHICH WORK OF THS SECTION WU. BE Pi;;?FORMED. CORRECT CONDITIONS
DETRIMENTAL TO TIMELY AND PROPER CO~Pcl:TION OF THE WORK. DO NOT PROCEED Ui'JllL UNSATISFACTORY CONDITIONS ARI:
CORRECTED.
a PRIOR TO EXE<:UTION FOR PLANTING, LOCATE ALL U71LlllES. aECTRICAL CAl3LES, CONDUTS. SPRI-IKLER U,ES, HEADS. VALVES
AND VALVE CONTROL WIRES SO THAT PROPER PRECAUTIONS MAY BE TAKE~ NOT TO DAMAGE ANY SUCH IMPROVEMENTS. IN ~E
EVENT OF ANY CQNR.ICT B!!TWEEN Pl.ANT LOCATIONS AND A~Y SUCH IMPROVEMENTS. PRQl,PTL Y NOTFY LANDSCAPI: AROHTECT.
IF TI-IIS POOCEDURE IS NOT FOLLOWED, CONTRACTOR SHAU.. ASSUtvE FLLL RESPONSIBUTY FOR ANY Q\J-SJTE ADJUSTivENTS
NECESSARY TO MAKE THI: NST ALI.A TION PERFORM ADeOUA TEL Y AT NO ADDITIONAL COST TO OWNER.
3.2 SOL TESTING
A. A son.. TeST SHALL 131: PERFORMED PRIOR TO SO.L PREPARATION. RECOMMeNDATIONS FROM SOLS LAB SHALL BE FOLLOWED
PRIOR TO ANY PLANTING, IF RECOMMENDATIONS De'IIA Te FROM SPECiACA TIO NS HEREIN. ,
3.3 SOL PREf'lAl2ATIQN
A. IMPORTED TOPSOIL AND ALL DIRT SHALL BE CUEAN AND FREE OF WEED SEED AND DaETERIOUS MA ne12 AND SHALL Be
TISOROLGHL Y INCORPORATED INTO EXISTING SOL
B, ANISH GRADE SI-IALL COI\FORM TO Ov'ERALL DRAINAGE PATTERN AND 131= 1.5" BELOW SURFACE OF ADJAGa"JT PAVNG. AND, N
NO EVl:NT, BE LESS THAN o• BELOW BULDING GROUND FLOOR SLAB ELEVATION.
C. Els=ORI: AND DURNG PREJ'AINARY AND FNAL GRADING, ALL WEEDS AND 131<ASSES SHALL 6E DUG OUT SY THE ROOTS AND
DISPOSED OF OFf SITE. OR TREATED WI~ HERBICIDfe SO AS TO BRNG ABOUT THER OUICK DEMISE
D. TO ALL SOD OR LAWN AREAS ADD 3 CUBIC YARDS OF NITROGB'J STAl3LIZED O<?GAl'-IC AMENDlvENT AND I CUBIC YARD
'KELLOGG'S l'-ITRO-MULCH'. OR APPROVED EQUAL, PER IOOO so. FT. AND TILL TO A DEP~ OF 10' SELOW GRADE. ALL ROCKS AND
DEBRIS MORI: ~AN 314" IN DIM<ETER SHAU. 81: REMOVED FROM ~E SITE
E ANISH GRADE: SHALL 81!' A SM0071-{ EVEN AND UNIFORM PI.ANE ONE+IALF M)H BELOW UEVEL OF ADJACENT PAV1NG, 012
ACCORDING TO MANUFACTURERS RECOMMEl'DAllON. WITHOUT ASRUPT OHANGe OF' SLJRFACI:. AND SHALL car-FORM TO ~IE
DRAWNGS. GRADl'JG SHALL 131: DON!: WHEN son.. IS AT OPTIMUM MOISTLRE CONTENT FOR WORl<NG.
3.4 PLANTING -SOD
A. ROLL E'ITIC?E ARIEA TO GE SODDED WITH A R.ll LAWN-ROLi.ER OVER DRY SOL PRIOR TO I.A YING SOD, FINI: GRADE AREA
AGAN F NEEDED.
6. FERTILIZE ENTIRE AREA WITH SOD ST ARTER FERTILIZER PE:R MANUFACTURER'S DIRECTIONS.
o. IMMcPIATELY UPON DE:LIVERY. seGN LAYING SOD ADJACENT TO THE LO'JGEST BOUNDARY OF THE AREA TO Bl: SODDED.
STAGGER JONTS MD BUTT TOGIETHER TIGHTLY SO THAT llHl:RE 1$ CONTACT 81:!TWEEN ROOT MASSES.
D. CUT SOD WITH A KNIFE TO CONFORM TO CURVED 60UNDARIES. PLANTERS, SPRNKI.ER HEADS, ETC.
E AFllER EVERY 200 SO. FT. OF SOD IS INSTALLED WA TE:R W<,HTL Y TO PREVl:NT WUNG.
r. AFTER ALL SOD IS LAID, ROU. ENTIRE AREA WITH l/2 Flll.L SOD 120L.L6?.
G. WATER eNTIRE AREA TO SATURATION FOR ARST TWO WEEKS UPON COM?t.eTION, A'1D REGULARLY THeREAFTER FO><
REMAINDER OF MANTENANCE PEl<IOD:
3.5 P! ANTING -SE!::D
A. ROLL ENllRI: AREA TO SE SEEDED WI~ A FULL 1.AWN-ROLU!R OVER DRY SOL PRIOR TO SPREA'.:>NG SEED. FINE GRADE AREA
AGAIN F NEEDED.
B. FERTUZE ENTIRI: AREA WI~ A PRE-f'I.ANT FE"TLIZE:R LOW IN N!Ti>OGB'J PER MANUFACTURER'S DIRC--CTIONS.
C. MECHAl'-ICALLT sow SEED ACCORDNG TO coveRAG! RECOMMENDED SY MAN..FACTURER WI~ BROADCAST $?READER. DO
NOT ATTl:MPT TO SOW SEED BY HAND.
D. RAKE SEeD IN LIGHTLY. COVER WI™ A O'IE-EIGHT" TO ONE-QUARTER NCH THICK I.A YER OF 'KEUOGG'S TOPPER", OR
APPROVED EQUAL. APPLY WI~ 6I'1D-CAGE TYPI: SPREADER, GOING OVER AReA TWICE
E WATER ENTIRI: AREA THOROLJGI-LY AND COMPLETELY. MAINTAINING A CONSTANTLY DAMP SURFACE FOR THI: FRST FOUR
WEEl<S OR UNllL co,Pt.erE GeRMINA TION HAS OCCURRED. DO NOT J'.LLOW PUDDLNG OR RUN-OFF TO OCCUR DURING WA TERNG.
3.6 CLEAN-UP
A. UPON COMPLETION OF 71H1: CONTRACTED WORK. CONTRACTOR SHAU. REMOVE AU. RLJBSISH. TRASH AND DESRIS RESUL TNG
FROM THE: OPERATIONS, REMOVE U~D EOUPMENT AND IMPLEMENTS OF SERVICE, AND I.EAVI: THE ENTU<E AREA INVOLVED IN A
t,EA T AND ACCEPT ASUE CO'l'.:>ITION SUCH AS TO MEET ".'HI: A?PROVAL OF THE OWt-ER.
3.7 CARE
A LAWN'S SHALL BE MOWED WJ-EN .APPR0Xllv1A TE\.. Y 11---RE!'. lr..JCl-f:S IN 1-CIGHT WITI-1 CUTT62 BLADES OF MOWER SET NO LOWER
THA'1 TWO INCHES IN HEIGHT. FOR SEED. CONTlfUE MOWNG AT ~IS HElGHT UNTIL THE GRASS HAS ALLED IN. THEN MOW TO
lv\ATCH EXISTING LAWN.
END OF Sl=CllON 02930 LAWNS E GRASSES
SECTION 02950 -TREES Pl ANTS AND GROLND COVER
PART I -GB'JERAL
L1 SUMMARY
A. ?ROVIDe TREES, Pl.ANTS A"ID GROUI-D COVE:12 AS SHOWN ON THE PLANS, AS SPECIFlED Hl:REN AND AS NEEDED FOR A
COMPLETE AND PROPER INST ALI.A TION
1.2 QUALITY ASSLRANCE
A. USE ADE:OUA Tl= I\IJ~ERS OF SKl'L.LED WO::::?KlvEN Wl--10 ARE! Ti-OROUGl-lL Y TRAIN=[) AND EXPERIENCED IN TI--E NE:CeSSA.<Y
CRAFTS AND WHO ARE COMPLl:Tl=L Y FAMLJAR WITH THE SPECFIED REOUREMENTS A"ID THE MEll-lODS NEEDED FOR PROPER
PERFORMANCE OF TH: WORK OF Tl-<S SECTION.
a Pl.ANT MATERIALS SHAU. 6E CERTFIED 3T ST A TE OR FE;JERAL DEPTS. OF AGRCU. TURI=, SE FREE FROM HAZARDOUS INSECTS
012 APP ARENT DISEASE. AND 81: TH020UGHL Y ROOTED BUT NOT ROOT-BOUND OR OVE:RGROWN IN CONTAI--ERS.
C. Pl.ANT MATERIALS SHAU. BE FURNISHE'O IN THE QUANTITIES AND/OR SPACING SPECIFIED AND SHALL BE OF ™E G&IUS, SPECIES
AND S,ZI: INDICATED l',J THI: PLANT LEGEND OF THE DC?AWNGS. SUBSTll'JTION OF A~Y sue~ INDICATED PLANT MATERIALS SHALL
'JOT ElE PERtvlTTED LNUESS SPECFICALL T APPROVED ST THE 1.ANDSCAPI: ARCl-llTECT. THI: 1.ANDSCAPE ARCf.lTECT HAS PC?EPARED
THE Pl.ANT LEGEND ON 7lHI: DRAWNGS ONLY AS A CONVENENCE TO THI: CONTRACTOR AND ASSUMES NO RESPONSIBILITY FOR ITS
ACCURACY. THI: CONTRACTOR IS TO VERIFY ALL OUANTITIES AND SIZES. LANDSCAPE A12G-UTECT SHALL SELECT AND TAG ALL
PLANT MATERIAL N 20• BOX SIZE OR LARGER.
1,3, MAINTE"'JAt\lCE AND GUA'2ANTEE
A MAINTENANCE SHALL BEGIN AT ANAL INSPECTION OF INSTAUI.ATION SY OWNER AND EXllEND FOR A PERIOD OF 90 DAYS.
,1ANTENANCe SHALL INCLUDE KEEPING INST AUi.A TION CLEAN AND FREE OF WEEDS, TRASH AND DEBRIS AS WELL AS ,1AINT AINING
Pl.ANT MA TeR1AL.
13. ALL Pl.ANT MATERIAL SHALL Be GUARANTEED FOR A PeRIOD OF 6 MONTHS. ALL SPEC!MEN MA 11ER1AL 20' BOX SIZI: AND LARGeR
SHAU. BE GUARANTEED fOR A PERIOD OF ONE lD .EAR.
C. REPLACEMENTS, ALL ?LANT MAllERIAL DETERIORATING OR DYING WITHN 7lHI: GUARANTEE PERIOD SHALL 81: RePLACED AS MANX
TIMES AS NECESSARY, AND APPROVED SY OWNER. WITH PLANT MATERIAL 11-<E SAME SIZE AND SPECES A.S SPECIFIED 012 AS
DIREC,cD BY LANDSCAPE' ARCHITECT. WI™ A NEW WARRANTY COMMENCNG ON DA TE OF REPLACIEMENT, AND AT NO COST TO
OWNER,
D. INSPE<:TION BY OWNER AND CONTRACTOR SHALL BE MADE' AT THI!' END OF THI: 90 DAY MAJNTI:NANCE PE"10D AND THI:
GUARANTEI!' PERIODS. CONTRACTOR SHALL SETLI? A TIME WI~ OWNER FOR ™ESE INSPECTIONS AND SHALL MAKI: CORReCTIONS
TO 7lHI: INST ALI.A 710N RESLIL llNG FROM llHl:SE' INSPECTIONS PROMPTLY AND AT NO EXPENSE TO OWNER.
PART 2 .. PRODUCTS
21 fE?TUZEll
A FERTI.IZER SHAU. 81: OF TYPE SPECIFED IN DIET Al. DRAV/NGS.
2.2 SOL AMENDt,,,ENT
A. SOIL A\AEN:lMENT SHALL BE OF TYPE SPECFED Hl:REN OR RECOMMENDED BY SOL TESTING RESULTS.
2.3 1oesOL
A. TOPSOI. SHALL BE CLEAN AND FREE OF WEED SEED AND DELETERIOUS MATTE:R.
2.4 M.LQ;j
A MLL~ SHALL BE OF rrPE SPl=CFIEO IN DE:T AIL. DRAWINGS. ENGINEER'S SIGNATURE
APPROVED
ENGINEERING PLAN CHECKER DATE
2.5 TREE ST AKES AND GUYS
A. TREE STAKES AND GUYS SHALL EE OF TYPES SPECFIE'O N DE'AL DRAWINGS.
2.6 071-ER MA::E;RIAI ?
A. Pl20VPIE 0~ MATERIALS NOT SPECACAU. Y DESCRIBED 6UT Rf;OURED FOR A COMPLETI: AND PROPER INSTALLATION AS
SB..ECTED SY THE CONTRACTOR SUBJECT TO ~ APFROV AL OP THE: OWNER.
PART 3 · EXECUTION
~J $17]; CONDITIONS
A. EXAMJNE THE AREcAS MD CONDITIONS UNDER WHCH WORK 0~ ™15 SECTION WILL 6E PERFORMED, CORRECT CQr,DITIONS
DETRIMENTAL TO TIME!.Y AND PROPER COM"LETION OF TH: WORK. DO NOT PROCEED UNTL UNSATISFACTORY CONDlllONS ARI:
CORRECTED.
a PRIOR TO EXECUTION FOR PI.ANTNG, 012 Pl.ACING OF ANY ST AKES. LOCATI: ALL IJTl.lTIES, ELECTRICAL CABU!S, CONDUITS,
SPRINKLER LINES. HEADS, VALVES AND VALVe CONT120L WIRES SO ~AT PROPER PRECAJTIONS lvlAY BE TAKEN NOT TO DAMAGE
ANY SUCH IMPROVEMENTS. IN THI: EVENT OF ANY CONFLICT SET WEEN Pl.ANT LOCATIONS AND ANY SUCH IMPROVEMENTS.
PRO,MPTL Y NOTIFY 1.ANDSCAPe ARCHITl=CT. F TI-IS PROCED.RI: IS NOT FOLLOWED, CONTRACTOR SHALL ASSUM!E R.ll
RESPONSRITY FOR ANY ON-SITE ADJUSTMENTS NECESSARY TO MAKE 7lHI: INSTALI.AllON PERFORM ADEQUATELY AT NO
ADDITIONAL COST TO OWNER.
3.2 SOL TESTN$
A. A SOL llEST SHAU. SE PERFORMED PRIOR TO son.. PREPARATION. RECOMMl:NDATIONS FROM son..s I.AB SHALL 3E FOLLOWED
PRIOR TO ANY PLANTING. CONTRACTOR SHALL SEND I.ANDSCAPI: ARCHITECT COPY OF SOILS REPORT AND LIST OF PRODL.CTS
CONTRACTOR N'"ENDS TO US!: TO AMEND SOL PER SOLS REPORT N"ORMATION.
3.3 SOIL PR~ARAIPN
A. IMPO:a?TED TOPSOL AND ALL DRT SHALL GE CLEAN AND FRE!! OF' WEED SEED AND DB.ETeR10US MA TllER AND SHALL 6E
~OROUGHL Y NCORPORA TED INTO EXISTING SOIL.
B. FINISH 131<ADE: SHALL COt>FORM TO OVERALL DRAINAGE PATTEcRN AND ElE 1.5" 6ELOW SURFACIE OF ADJACENT PAV1NG AND. IN NO
EVENT, 61: LESS THAN 6" l3El.OW EILJLDNG 131<0UND A.0012 SLAB EI..EVATION.
C. BEFORE AND DURING PRalMINARY AND FNAL GRADl\<3, ALL weEDS AND GRASSES SHAU. Bl: DUG OUT 6T 7lHI: ROOTS AND
DISPOSED OF OFF SIT!:. 012 llREATED WI~ HERBICDe SO AS TO BRING ABOUT THEIR QUCK DEMISE.
D. SOL AMENDMENTS SHALL 131! SPREAD E'Vl:NL Y OVER SIT! AS Rl:COMMENDED IN SOILS REPORT, AND TLUED INTO NATIVE SOI. AS
SPECl'IED SELOW.
E ALL PLA'ITING AREAS SHALL SE TIULED TO A DEF'~ OF IO' l3El.OW GRADE. ALL ROCKS AND DE8'1I5 MORI: THAN 2' N DIAMETER
SHALL BE REMOVED FROM THI: SITE
F. ANISH GRAD!: SHALL SE A SMOO~. EVEN Al-0 UNIFORM PI.ANE WITHOUT A3RlPT CHANG!: OF SLRFACE. AND SHALL CONFORM TO
THE Pl.ANS. GRADNG SHALL 131! DONE WI-EN SOIL IS AT OPTMUM MO.SllURE CONTI:NT FOR WORl<JNG.
3,4 PLANTING
A. PLANTS SHALL NOT BE P-ccRMTTED TO DRY-OUT Els=ORI: OR DLRING 11-<E PLANTNG PROCESS. SPOT TREES A"ID SHRUBS AS
SHOWN ON THE: PLANS. TREES PLANTED WlllHN 6 FEET OF CURSS OR PAV1NG Rl:OUIRE ROCT 3ARRIERS.
8. TREE AND SHRUB PITS SHALL Be 1.5 TMES AS WIDE MD AS DEEP AS Tf-E PLA'IT CONT AJNER, TREE PITS SHALL BE DUG SOLARI:
WITH LEVELED BOTTOMS.
C. ALL PLANTING HOLE WITH WATER AND ALLOW TO DRAJN.
D. BACKFU MATeR1AL SHAU. SE ENTIRELY NATIVE SOIL. "A131<1FORM' TABLETS, "GRO.POWeR' TABL!!TS, OR APPROVED EQUAL, SHALL 61:!
Pl.ANTED WITH ALL CO'JT ANER Pl.ANTS AS ?ER MANUFACT~Ri;;?'S INSTRUCTIONS AND DET AL DRAWINGS.
E ALL PLANTS SHALL Bl: ?ROPERL y ROOT-PRUNED. CIENTERED IN PITS. AND SET so THAT, WHEN SETTUED. Tµa WLL 81: U!VEL WITH
FINAL S'.RROUI-DING GRADE
F. A 2• I.A YER OF COMPOSTED 02GANIC MATTl=R SHALL BE PLACED AROUND TH: BASE OF ™e PLANTED Pl.ANT AND CARER..ILL Y
CULTIVATED, OR >.1XED WI~ THI: NATIVE SOL
G. A 3· HIGH BERM SHJ'.LL 6E CONSTRUCTED AROUND THE PERIMETER OF EACH PLANT PIT. THI: PIT SHALL BE TI,EN FILLED WITH
WATER, AU.OWED TO SOAK. AND Fl.LeD AGAIN. AT THE END OF 71H1: 60 DAY ,1AINTENANCE PERIOD THESE GERMS SHAU. BE RAKED
UE'VEL WI~ 11~ SLJRRO'.JNDING GRADE.
3.5 ST AKlr-.G AN:> GUYING
A. ALL TREES SHALL Bl: STAKED 012 GUYED IMlvEDIA TEL Y AFTER TH: Tl2EE IS PLANTED, AS PER DET AL. A'JD TAKING CARE THAT THE
ROOT SALL OF TH: TREE IS '10T INJIJRED.
3.6 CLEAN.,P
A. UPON COMPLETION OF THE CONTRACTED WORK, CONTl2ACT012 SHALL REMOVE ALL RUBBISH, TRASH AND DESRIS RESLIL TING FROM
Tl-£ QPF...RA TIONS, RB>,QVI: UNUSED EQUIPMENT AND IMPLEMENTS OF SERVICI:, AND LEAVE Tf.E ENTU<E AREA NVOLVED IN A NEAT AND
ACCePTABUE CONDITION SUCH AS TO Ml3ET 7lHI: APPROVAL OF THE: OWNER.
END OF Sl=CTION 02950 TREES, Pl.ANTS, GROLN) COVE:R
APPROVED FOR PLANTING
AND IRRIGATION ONLY,
INCLUDING PRECISE
LOCATION OF PLANTING
AREAS.
II AS BUILT"
TITLE _______ _
REVJE\,/ED BY•
INSPECTOR
DATE
DATE
LOST WEST l---+---+-------------lf---+--+--+---I I SH4EET I CITY OF CARLSBAD I SHE4ETS I PLANNING DEPARTMENT
~G::;:R:=AD:;:E:;:D;..'::S:;:LO:;:P:;:E;;:::;:LAND:':;:;;:S;;C::AP;::;E ::;I;:::MP;:R;:O;:;VE;;:ME;;::::N::;:T ::;P::;:LAN~S;::::::;F:::O:;:R:=-~ A CALIFORNIA CORPORA TJON
LANDSCAPE ARCHITECTURE
GARDENS • PARKS. CITIES FARAHMAND PARCEL
PO 80X 4548 Carlsbad, CA 9201 B
5208 Townsend Avo. Lo, Angeles,CA 90041 LANDSCAPE SPECIFICATIONS A. TOPSOIL SHALL 131! CLEAN AND FREE OF WE1=D SEED AND DELETERIOUS MATTER.
2.4 SOD AI-D SEED
A. SOD AND/OR SEED SHALL BE OF TYPe SPECiAE'D ON 71HI: DRA'WNGS OR TO MATCH
EXISTNG.
TEL, (760) 434-5790 OR (323) 258-82U
I-0-71-5-Fa-ra-hm-.n-d-Pa-rcel-"T-SH-E-ET-I-NDEX:-·----------t-=--=--=--=-1-=--=--=--=-t-=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=-~t-=--=--=--=,t-=--=--=-1t-=--=--=-~t-=--=--:=..i11 APm= <t-~1-ot\ 6-t-01 I
F'LAN DATE. Bll4/0T SHEET NO. SHEET TITLE !----+---+~------------------+--., -f---1---+----I ~-P;:L:::A::N::Nl°;'N:::G====:;--;:=========:::::;;::==:::D:::A::TE:::::=!· 2.5 QTI-ER MATERIALS
A. PROVDE on-ER MATERIALS NOT SPECACALLY DESCJ2I3ED aJT RroUU<ED FOR A
COMPLETE AND PROP61 INSTALLATION AS SEeUEC,ED SY 71H1: CONTRACTOR SUBJl=CT
TO THE APPROVAL OF 7lHI: OWNER.
SIGNATURE &/5ATE
\. )
PLOTTING HISTORY-1 of 4 Cover Sheet /f\ DWN BY:
DBll4/0T-Versionl 2of4 lrrigationPlan DATE INlllAL DATE INITIAL DATE IN171AL CHKD BY: __ _
10/02/07-Veraion 2 3 of 4 Planting Plan ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY:
10/18/07 • Verslon 3 4 of 4 Landscape Specifications
PROJECT NO. DRAWING NO.
MS 05-02 445-8L
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